20090136 Ver 7_Stream_Permit_Drawings_20171215_20171221

O
O
01
0
N
N
�a
a�
I
BUS
98
ourhar� Ra
c9�
Quoin,
Downtown
Wake Forest
11e
aa
0 EMD
PROJECT
I
Wildflower
�- Ridge Rd
co
BUS
98
BUS
VI/a/t 98
98 Ave
PROJECT
DUNN
CREEK GREENWAY
PHASft
E III
GREENWAY FROM NORTHERN TERMINUS OF DUNN CREEK GREENWAY PHASE II
(EL-5100AE) TO NORTH OF WILDFLOWER RIDGE ROAD WITH A SPUR TRAIL TO
AILEY YOUNG PARK AND SEVENTH STREET. MULTI -USE PATH ALONG WAIT AVENUE
(HWY 98 BUSINESS) FROM GREENWAY TO TRADITIONS GRANDE BOULEVARD.
WETLAND AND STREAMS PERMIT PACKAGE
PROJECT REFERENCE NO.
SHEET NO.
DUNN CREEK GREENWAY ///
l
TOWN of
WAKE FOREST
VICINITY MAP"%1`'
J SITE M
00
(((�
NTS 6
SITE 2 0
Q
v
Z
SURVEYS PROVIDED BY:
VANESSE HANGEN BRUSTLIN, INC. (VHB)
SUE LEVEL "B" BY:
GEL ENGINEERING OF NC, INC.
GEOTECHNICAL INVESTIGATIONS BY:
FALCON ENGINEERING, INC.
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
SUMMARY TABLE
SITE NUMBER
SURFACE WATER IMPACTS
WETLAND IMPACTS
TEMPORARY (LF)
PERMANENT (LF)
IMPACTTYPE
TEMPORARY (AC)
PERMANENT FILL(AC)
PERMANENT CUT(AC)
1
0
53.17
stabilization
0
0
0
1
0
1.37
culvert
0
0
0
1
77.42
0
temporary stream crossing
0
0
0
2
0
67.67
stabilization
0
0
0
3
0
58.04
stabilization
0
0
0
3
0
10.13
culvert
0
0
0
3
8.96
0
temporary stream crossing
0
0
0
4
0
39.96
stabilization
0
0
0
4
0
29.22
culvert
0
0
0
4
9.05
0
temporary stream crossing
0
0
0
5
0
55.62
stabilization
0
0
0
5
0
24.91
culvert
0
0
0
5
5.85
0
temporary stream crossing
0
0
0
6
16.94
45.96
stabilization
0
0
0
6
0
31.51
culvert
0
0
0
7
12.13
0
stabilization
0
0
0
8
6.55
0
stabilization
0
0
0
9
12.43
50.97
cu Ive rt
0
0
0
TOTAL
149.33
468.53
0.00
0.00
0.00
' 1. lJ / y .J / / 1 V 1.i / L L/
1
TED TO PROVIDE FOR
UTILIZATION BY ALL CONSTRUCTION VEHICLES.
2. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD INTO
WETLAND.
3. MUD MAT(S) SHALL BE UTILIZED IN WETLAND AREAS TO
LIMIT IMPACTS FOR BRIDGE CONSTRUCTION. FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST
BE PROVIDED BY THE CONTRACTOR.
GRAPHIC SCALE
20 0 40
PLANS
20 0 40
PROFILE (HORIZONTAL)
1 0 2
PROFILE (VERTICAL)
PERMIT DRAWING
SHEET 1 OF 14
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

O
O
O
N
N
DETAIL 1
SPECIAL LATERAL Y DITCH
( Not to Scale)
Fill
Natural '1,�e< Slope
Ground
?'J D
d
Min. D = 1 Ft.
Type of Liner= PSRM Max. d = 2 Ft.
FROM
STA. 34 + 50
TO
STA. 34 + 75
-L3-
RT
FROM
STA. 34 + 75
TO
STA. 35 + 50
-L3-
RT
FROM
STA. 11 + 00
TO
STA. 12 + 50
-L4-
LT
DETAIL 5 = a
FALSE SUMP
( Not to Scale)
O M
20,1 �2.O'�-
LQ
-E- S
S = Ditch Slope Proposed Ditch
Pipe or Ditch
Outlet
A
L
Square Prefoi
Scour Hole (F
(Rip Rap in basin
not shown for clari
INFLOW
AT STA. 20 + 50
AT STA. 22 + 75
DETAIL 9
PREFORMED SCOUR HOLE
*NOT TO SCALE
of Awi N11MA/
SECTION A -A
PIPE (d = 15" OR 18")
'GOOF D
PSRM
LINER: CLASS B RIPRAP fes— B�'1
WITH GEOTEXTILE MIN.1 TUCK
STA. 10 + 83 -Yl- LT
DETAIL 2
TOE PROTECTION
( Not to Scale)
Fla
Natural 0
Ground
�d
d= 2 Ft.
b= 2 Ft.
Type of Liner= PSRM
FROM
STA. 10+00
TO
STA. 10 + 50
-Ll-
LT
FROM
STA. 17+20
TO
STA. 19 + 00
-Ll-
RT
FROM
STA. 24 + 50
TO
STA. 25 + 00
-Ll-
RT
FROM
STA. 18 + 25
TO
STA. 18 + 64
-L2-
RT
FROM
STA. 20 + 70
TO
STA. 21 + 03
-L3-
RT
FROM
STA. 23 +13
TO
STA. 23 + 82
-L4-
LT
FROM
STA. 23 + 05
TO
STA. 23 + 93
-L3-
LT
DETAIL 6
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 O� Fill
Ground ? j �' ��e< Slope
d D Fla
Geotextile B
Min. D = 1 Ft.
Max. d = 2 Ft.
B = 2 Ft.
Type of Liner= CLASS B Rip -Rap
INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
J
B= 4
D= 2
W= 4
REV. No.: I REVISION° DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc,
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates. Inc., 2017
3/08
FROM STA. 14 + 00 TO STA. 16 + 00 -L4- LT
DETAIL 10
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min. 21
Grade
GEOTEXTI LE
Type of Liner= 60 TONS,CL 1 & 2 Rip -Rap Mix
Geotextile= 70 SY
FROM STA. 34 + 32 TO STA. 35 + 10 -L4- RT
PREPARED IN THE OFFICE OFe
Kimley))Horn
DETAIL 3
SPECIAL LATERAL Y DITCH
( Not to Scale)
Natural N 0� Fill
Ground ?. J F����e Slope
D
1 Min. D = 1 Ft.
FROM
STA. 15 + 00
TO
STA. 17 + 00
-Ll-
RT
FROM
STA. 11 + 50
TO
STA. 11 + 86 -L2-
RT
FROM
STA. 11 + 91
TO
STA. 13 + 00 -L2-
-L3-
RT
FROM
STA. 17 + 50
TO
STA. 18 + 25
-L2-
RT
FROM
STA. 18 + 75
TO
STA. 19 + 50
-L2-
RT
FROM
STA. 33 + 50
TO
STA. 34+22
-L2-
LT
FROM STA. 13 + 50 TO
STA. 14 + 38.75
-Yl-
LT
DETAIL 7
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground?•J D Ground
d
Geotextile B Min. D= 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' 13= 2 Ft.
Type of Liner= CLASS B Rip -Rap
STA. 34 + 75 -L3- LT
STA. 41 + 50 -L3- LT
FROM STA. 16 + 00 TO STA. 23 + 82 -L4- LT
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
@2017
DRAINAGE DETAILS
DETAIL 4
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
Natural ,L.1< Slope
Ground D
d
Geotextile Min. D = 1 Ft.
Type of Liner= CLASS B Rip -Rap Max. d = 2 Ft.
FROM
STA. 12+50
TO
STA. 13+10 -Ll-
RT
FROM
STA. 13 + 10
TO
STA. 13 + 75 -Ll-
RT
FROM
STA. 21 + 38
TO
STA. 22 + 75
-L3-
LT
FROM
STA. 24 + 00
TO
STA. 25 + 00
-L3-
RT
FROM
STA. 31 +12
TO
STA. 32 + 50 -L3-
RT
FROM
STA. 16 + 00 TO
STA. 16 + 75.92
-Yl-
LT
FROM
STA. 41 + 50
TO
STA. 41 + 72 -L3-
RT
FROM
STA. 12 + 50
TO
STA. 14 + 00 -L4-
LT
FROM STA.
15 + 50 TO STA.
16 + 25 -Yl
CURB-
LT
DETAIL 8
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground2•J D �1 Ground
d
Geotextile B Min. D = 1 Ft.
Max. d = 2 Ft.
*When B is < 6.0' 13= 4 Ft.
Type of Liner= CLASS B Rip -Rap
FROM STA. 10 + 40 TO STA. 10 + 58 -L3- LT
STA. 31 +12 -LT-
NOT TO SCALE
PROJECT-
JOB NUMBER°
PERMIT DRAWING
SHEET 2 OF 14
DUNN CREEK GREENWAY
PHASE 3
0 1 131 104 1
SHEET NUMBER°
DTLS

O
O
N
N
�— F
c —�x� F Av
Ta 41
11:P 4
PERMIT DRAWING
SHEET 3 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
utNOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
C
EXCAVATION IN WETLAND
DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
TBT f
B 1
�Im
STRI-�AM
STREAM
DUNN CREEK
/00- }---
R
(lCi-}R F1 C'U(J
TB��TB��EEK TB�
STREAM 3
-- -V
100 -YF.
STB
TB TB
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 GREENWAY I 6Pmmm I IPHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600
RALEIGH, NORTH CAROLINA 27601 AND DRAINAGE P LAN S
This document, together with the concepts and designs presented herein, as an instrument of service, is Klmley)))Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 131 104 1 I

0
0
N
N
FLOOD , "
STREAM 2
— — _
T� TB STB T
e -----------------------
Ix—
\ _I00_\ FLOOD
titi DUNN CREEK
\� \
rB—
�
/ I h . \ \ //�� • 11' — \ \ TB —axe
\ i �7B�re T re— —re
vI`L�e EE—y
TBS—TB / TB�
/ �. Ss 7EpsE E vZ \ \ A A �, r \ — BZ / rr re�
BZ
N, \ (W1
P
- ` BZ 2UUL)\
Alk
l I � XISTI G 20' TiF — — / — —� —
a _ F E T EASE 4ENT — O
7
--\ - — _ 1 _� _ -I 76N PG. 14 OF 8- — _ - — _ BZ 1 _ Z— O
30s l - \
0
C \ \ 30 PIL T700FE RALEII;HT
°
F - - — -- — --EASEMENT
11 — /Tr
mac
• — — — _
�� \\\-77
/\ --
�� STREAM I
\\
FLOOD
PERMIT DRAWING
SHEET 4 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
utNOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
C
EXCAVATION IN WETLAND
DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
STREAM 3
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
INC LICENSE #F-0102 GREENWAY I 6Pmmm I IPHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600
MRALEIGH, NORTH CAROLINA 27601 AND DRAINAGE P LAN S
This document, together with the concepts and designs presented herein, as an instrument of service, is Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 01 131 1041 I

O
O
oX I 500 -YR FLOOD 0�
` 'L --
A I I / 6�F - J -- —�— --------------- —
Q I L I o 00 -YR F LCOD
TB ov all 3 I ' F
I
"�E II
TB76-TB TB 7a T ,`y� N F �TB ._.rrY
BReE�R EK X I
B� �� IC
Z
�, DUNN CREEK z
IL I T7 �TB-
C • S � SB � �9�\ S8� I
BZ 2 "- • "' TBJ Te��T6 I ---� Imo;-----I-�B CREEK-
----- - (�(
'
C _ _
F
PE y
o — / '
E I II I -n 650.96'
X ss F Z •.. _ — , 3 / -'EI IG � 32� \ ® PE
8 2 I PDE T -F O
3 EX15T1NG 20' TO F $ 1 / UTILITY EASE V — - - -
�'I i '
— — — — — — — PERMANENT EASEMEI '++ F / DB 2491. PG. 478
BM 1976. PG. 14 OF 2� a RAP e -------
PE d
3-
a rn
F --- ___UJIIld -
L�— rn
\ P ' - �/ D ,S PROPOSE MANENT 3
vrl• PROPOSED PERMANENT F — f n- PDE 30''ITY ALEIGH
—
\ EASEMENT P — — — I77 — EASE ENT
PE BM 2013. PG. 1329 3
fE
1 LLl T
3—
INV
_ ,c ,rte
\ P— • � . a I ° °a • _ •� I
F o 0 286.0 11
F— 8oa M SAVE=
INV =
`p`- ' ➢ � 286.96
Do°I
� • I p o 1 IJC I
8Q
8
IVATCHL/NE —Yl— STA 12+00 (SEE SHEET 6)
0
0
STREAM 9 �
�s
P
x f STB
re
TB�TB
� �33a0 NN�O `T1.J7 ,
F �O �TB—TB�TB
to
`REEEKK
T13
/S0 82 ,
P•`'� AF \\ � �•' TB�rB�� � � BZ �
�A B
• �� , \A\ F _ EXISTING 20' TQ F / SS F /
O \ E _ F UTILITY EASEM T �E E
�� \ — ------ —PE-
— ss _ — — — —
2—
v\ � 30' CSTy nFEi ALEIG�
SHEET 5 O F 14 o — — -�•E' - ^ -/ .
PERMIT DRAWING _ C - - — - . _ o r
� \— — • ' ` _ PE
DENOTES PERMANENT IMPACTS o
IN SURFACE WATER o�
�CrL1LLL� DENOTES TEMPORARY
IMPACTS IN SURFACE WATER STREAK Q o0
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND /
®DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF \
DISTURBED AREA
11
m
r
TO /
'A
-O F
I 1 4 ,
P
i —F-`'�
Z PE F 82
— 2
r� BZ 7—
SSC\ \
DUNN CREEK
01
EXISTING 30' TO F 1 0
ARY SEER
5ANITEA EVENT ZQ \ l
BM 1998. PG. 1730-IT31 Z ) ( X0
n
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
. 20 0 40 DUNN CREEK GREENWAY
NC LICENSE 2
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE
SUITE
PHASE 3
RALEIGH, NORTH CAROLINA 27601 EROSION CONTROL PLAN
Horn
This document, together with the concepts and designs presented herein, as an instrument of service, is Im PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
Shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER° SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 13 1 104 1 2

O
0
0
N
N
I� I 1 X II 500 -YR FLOOD
-I 10O -Y--- --,P FLOOD
II�H SII �II ,
Q +
J � I
J 3 I
TB �UN \\ ---------------+I I\,
7-8
o,
\ — — DUNN CREEK z
TBS
BZ I
0
�Ta
TB��Tt ��g�" F- IV
N
BZ 2 / I /��✓\� I — / — — — — — — — — — TBto STB —
— =---
- - —
ost
F — — — — \\II
{ _
SS — — _ — - -� -- = O
PDE _ xas -L I w� A_T_ _ I — F
J XIS TING 20' T91�FN —
\ $
PERMANENT EASE E i ^ I I F
BV 1976, PG. W OF 2B — — — — - _
�-
2�4ZRII RA
(^ — 3 —
"J ��_� � � _ _ ` � '�-'�• � ( I I IIS I � \� � — ' — � / � .. -- — — � � —�—� — I _ ' —_ —� — —
— \ — PROPOSED PERMANErjT — ENT
— • S ALEIGH
- _ _ �psajp�e pmt
EASEAAENT—
3 rT1
— — _— _
NVQ03-
CDI ITT // / / / /�(�� / / ' i —
tf�
062
-06z-
- — — —— — — _ —— — — — —
� -- INV
-
-
286.96
-SOr
jw-
�I s�
MATCHLINE —Yl— STA I2+00 (SEE SHEET 6)
R F`00 `00 STR
o -,
V�
o� '
X F
\16r\\
/ TB 10 —TBL
�TB TBS — —
(/
T�UNN REEK TB �� / _
Ba 7 BZ -
-
-062— /
SS
\ \ \� 0 — _- - •w ./ F/ PE
re
\ _ -
- CI EIGH
PERMIT D RAW I N GBV-4'013.'P6.1329_— _
SHEET 6 OF 14 \'
v
DENOTES PERMANENT IMPACTS
IN SURFACE WATER —
IMPACTS INEMPORACE WATER STREA _ gKT oo
F F DENOTES PERMANENT �I \
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc,
Copyright Kimley-Horn and Associates, Inc„ 2017
PREPARED IN THE OFFICE OF:
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
i m RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
©2017
9 �
�z
— 50
<��`
m _
I 4L
y \ \
\ \ om
DUNN CREEK��e�! \ \
<O R - C t, \
X.\
EXISTING 30' TO F
SANITARY SEER
ERA
BIS 1998, PG. 1730-1731�(
----------
I.,
---
EROSION CONTROL PLAN
HORIZ PROJECT -
20 0 40
VERT
2 0 4
JOB NUMBER:
DUNN CREEK GREENWAY
PHASE 3
01 131 1041
SHEET NUMBER°
2

0
0
O
N
Cl'
N
I
I
PERMIT DRAWING
SHEET 7 OF 14
F F 3Q
— — E
SIE
— F _RE— — — — — — _ — - - — — �Z T _ P
=
fLE
PE
-- --
82 - ..
F
BZ 2 , r EO-
-- Tg TB_D1
B
BZ OVNN DOWN- E%�TB-TB—TB—Z_�E
BZ Tg E%ISTING 30' TO F
SANITARY SE ER EAEIlIENT
199
1998. PG. 1730-1731 c� �G BZ tg F T \
-TB
Tg
TBI r aUN�T6 � ,
_TB�TB-TB1 �Tg' •�� CRfEK
r� TB�TB
�l
Tg�T6- TB TB
`78 -------
W 1�
STREAM
STREAM 7
INSTALL TEMPORARY STREAMINSTALL
SING \
- E— — _ _ — - TEMPORARY CONSTRUCTION ACCESS
F --f
/ ASPHALT
BBM GPS '11
N = 811,413.5490
' E = 2.150,382.7846
ELEV. = 317.54'
ASF F
317��3'
TW = 317.« Q
1
+/-INV -
TW = 317, C6 W 299.06
T� = 314.58' `O \/-INV =
295.60
K
` RETAINI L
Tye = 307. 7'
SITEI(f 1 J
TW = 31 .25' ; m
TMJ = 313.55'
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
. 20 0 40 DUNN CREEK GREENWAY
INC LICENSE 2
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLEST., SUITE
PHASE 3
RALEIGH, NORTH CAROLINA 27601 EROSION CONTROL PLAN
Kimley>>>Horn
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
Shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER° SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc„ 2017 01 131 104 1 3
DENOTES PERMANENT IMPACTS
IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
W 1�
STREAM
STREAM 7
INSTALL TEMPORARY STREAMINSTALL
SING \
- E— — _ _ — - TEMPORARY CONSTRUCTION ACCESS
F --f
/ ASPHALT
BBM GPS '11
N = 811,413.5490
' E = 2.150,382.7846
ELEV. = 317.54'
ASF F
317��3'
TW = 317.« Q
1
+/-INV -
TW = 317, C6 W 299.06
T� = 314.58' `O \/-INV =
295.60
K
` RETAINI L
Tye = 307. 7'
SITEI(f 1 J
TW = 31 .25' ; m
TMJ = 313.55'
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
. 20 0 40 DUNN CREEK GREENWAY
INC LICENSE 2
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLEST., SUITE
PHASE 3
RALEIGH, NORTH CAROLINA 27601 EROSION CONTROL PLAN
Kimley>>>Horn
This document, together with the concepts and designs presented herein, as an instrument of service, is PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
Shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER° SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc„ 2017 01 131 104 1 3

0
0
� 4.5' METAL FENCE
N _�\\\� STREAM 7
— 4.5' M ---i
ETAL FENCE — _ \ \ \ \ / �_
INSTALL TEMPORARY STREAM CR SING
E- _ _ NSTALL TEMPORARY CONSTRUCTION ACCESS
r
ASPHALT
- - -p — -
CN\i7/
3 .. .. .. .. .. .. BBM GPS °II
_ —
Q _ _ — — _ �/ — — _ v ,�� \ /; �� ��� N = 811.413.5490
��E — — — — — — _ — _ _ _ - o E = 2.150.382.7846
Ta�� B — _ — - _ - — — - \ � ELEV. = 317.54'
- — \
,
B�� -Sg
EXISTING 30' T't F —TB—TB
`LjJ j ,� ,.•v•{ / SAN00,
ITARY SE ER EA EI ENT
> \ "t �✓
E,
1998. G.1730 IT31 _
ra
LQ
A-,\ TO TB TB__
-
� \ \ A _� S 1 —IS
TB
� _.--- - --
TB TO TO
� STB—
ra� �Te OD F = 3l, . �a
v/ YR _001D TW .
00 7.25'
5 ' �� 3173'
--------------- 100 -YR FLOOD TY, - BO V
----- -- --- - -
T _
--- 29.4� 9� +/-INV -
500 -YR FLOOD Thy 317. \ C&Z� 299.06
C) 00-y TW = 314.58' SRT /I NV
+/-I =
RFL 00D
500-YR
OO _ ,»?�
K �l
Q YR 295.60
FLOOD RETAINI
�I U
� - TW = 307. 7' o I�
N
Q1.
SITFIff_e4°TW = 31 .25'jrm
C Frr TMJ = 313.55'
a
0
L
I
STREAM 9
ez �
sz
y\
N
Z
B
D .mom
C n 6ti 500 -YR F
I� 41 ADO �— a / I I ( \� \ 1 — — \' `V
Qj gl�/ 0
U, moi / �\� ��/ c• % 3PE
I 1
—or- — — — — — — — -
Q -1- P� \ — -
_ � — — �,,��T$ T's
-'
O
— — — — _ -- X FACE
I — *0
I
•�or�
= I OS= Y �- F L -110a—
PERMIT DRAWING __- _ ---- -_-- _-- -- _ - - --- '
_ - = i — _ SEDIMENT \ € _ ' ' / �� / L
�1 SHEET OF 14 --- POND�`-> --
I rn
C DENOTES PERMANENT IMPACTS '0* 77
OIN SURFACE WATER N
1 DENOTES TEMPORARY
IMPACTS IN SURFACE WATER y.
v
F F DENOTES PERMANENT
O FILL IN WETLAND e0y`
v
Q DENOTES PERMANENT CUT/
J f EXCAVATION IN WETLAND
I
Q DENOTES TEMPORARY
Q:_ IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
\ NC LICENSE #F-0102 PHASE 3
C) REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 EROSION CONTROL PLAN
N RALEIGH, NORTH CAROLINA 27601
\ This document, together with the concepts and designs presented herein, as an instrument of service, is Im Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
\ reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
N shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 13 1 104 1

0
O
0
N
N
PERMIT
DRAWING
SHEET
9 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
utNOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
C
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
DISTURBED AREA
0L
STREAM 9 --
SI T �°
0TB
�~ /��a`
TB TB
_ P
J= 3 s— — — —
v
QI 4 XMETAL FENCE X
:zi I
EN
iSTREAM 9
STREAM 11
STREAM 9
V
BZ
_
BZ 1
SS
Ts N
M TB T
TB
BZ 1 \ \ \
F
82 7
<1' w \ CW0~ BZ 1
O Q1
V1, ,
SITE 4
SIT TE 5 ,
0
N,
Q
Q7ti
k- ti1ATcHL/
/ k - 111A -L3- STA 35 f�
/ k- m o SEE SHEET 5)
/ rn k- I
•I l
rZD n
ILLJ
/ a
STREAM 9 I FII — I
N j
APPROXIMATE WATER
m I ELEVATION = 340' I N
SITE 7
STREAM 9
BZ 1
O MAT CHLI NE -L4- STA 23+80 TB
x (SEE SHEET 6)
\ I F1 /
B
-/ /
(i
Fall
3 F
TB Aa lb
aM
B
TB 3
_ PE N — _ _ _ _ / /
►,�— ----� --- -s------- I eE/' ;STREAM 10
— — — — — — — — — — — — — - _ -
�EPE --_
fix— F —x x
Q INV =
335.03
REV. No.: I REVISION: DATE: DRAWN BY: I CHECKED BY:
This document, together with the concepts and designs presented herein, as an instrument of service, is
intended only for the specific purpose and client for which it was prepared. Reuse of and improper
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
Copyright Kimley-Horn and Associates, Inc„ 2017
PREPARED IN THE OFFICE OF:
i
k
AILEY YOUNG
PARK
1*1
- � J PE P
SITE 8
O � STREAM 8/
■
NC LICENSE #F-0102
421 FAYETTEVILLE ST., SUITE 600
i m RALEIGH, NORTH CAROLINA 27601
PHONE: [phone]
@2017
EROSION CONTROL PLAN
HORIZ PROJECT -
20 0 40
VERT
2 0 4
JOB NUMBER°
DUNN CREEK GREENWAY
PHASE 3
0 1 13 1 104 1
SHEET NUMBER:
4
OW -

0
0
O
N
rl•
N
-STREAM 9
-. 4! STREAM 11
STREAM Q
-
00
��
y
1 - - P
--mss - _ 1 7
— - - - - - - — - - - - — ,��
—
LQ Ltj
\TB
\
LQ
v � �
�_ _ —_
x 4METAL FENCE _ — — — — -- — — — — — _ �` — -- -
/ \
I� — BZ 1 w` - - _ ' � � \ F �l v
I7
STREAM 9
SITE 4
1V Q)
S1 TE 5
\ o
Qj
,0K_
V�
�Q
41ATCy�-L3- ST
A 35 fOC SEE SHEET
I I /
/
/ \ m
o
��IIIIIs,��
IW
r. FII
i STREAM 9 I /
PoNp A
AILEY YOUNG
APPROXIMATE WATER \ � \ / / � / / / � / � / / / //� ✓ / \ VA VA A A � PARK
m ELEVATION- 340' 0 �\ / N
m
/ - SITE
S� S1 RFA 44 9
�
— _ \
aF
PERMIT DRAWING o WTCHLINE -L4- STA 23+80
SHEET 10 OF 14 (SEE SHEET 6) ��� - -��� I x l�jjI
\��� /
DENOTES PERMANENT IMPACTS
® IN SURFACE WATER `v _ _Itsi
. _
—
� utNOTES TEMPORARY
IMPACTS IN SURFACE WATER / Q - IRF PE
DENOTES PERMANENT !' . !� I I - 1 ---,STREAM 10
F F FILL IN WETLAND - -
V P�
L1�DENOTES PERMANENT CUT/ PE - -- - = - - P _ P-
C_ _ _
EXCAVATION IN WETLAND V - - �� '� -
DENOTES TEMPORARY �' - - iV .0 _ _ _ - _ , _ _ - - - - -\ / / [ ,� _ - j _ / j /
_ -- l�'E 8 _=__
IMPACT IN WETLAND � � � _ � � — - - � - �� amu' � 'r"� /
DENOTES LIMITS OF RESp�N�Ni -
DISTURBED AREA - \ T - KEYS / _ _ _
------- — — �� � i / _� / / / i — �
SIM.� -\\ �� �% -� �� STREAM 8
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 ao DUNN CREEK GREENWAY
NC LICENSE #F-0102 PHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 EROSION CONTROL PLAN
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is Im HornPHIONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 20 17 0 1 13 1 104 1 4

0
0
O
N
rl'
N
FA
6Z 2
-TTO
%\
B
co
C
/eRe
/
NA
.�0
•"� he / I r I I
IkgTCh'�/
( EE �3— Sj
E SHIEEi 4) 3sfoo
Ir I
1 I
MAI BOX
I I.
� P.
I8
E NELSON
PUBLIC R W AVEE O® T
ASPHALT I
P Q
I Ix
I II
-
�I
'
l
� W -ata
W
01 I NUa
vi'��y G O
per~ —
Ik in
AS
�. -.- �' ��•,�a-r III V, IIIisUlmIV_
+/ BASKETBALL /
/ COURT
M
1-
SS
���- � _� — .per • .. ,� •
TOP 389.60
ASPHALT INV IN = 387.10
INV OUT = 387.10
II
r .
® LANDSCAPE II
i�— TIMBERS CB
' I TOP 391.99
In
I 385.22
I
II I II II''a
INV IN = 386.99
INV OUT = 386.64
I�
I V =
AW! \
84.35
J
I (5, I
INV =
—
_
' �'T �
INV1.27
*I
383.6661
�y 1
SEL ER
l
EXPOSED BOULDERS
TOP 387.14
I
FULL OF DEBRIS
I T/C 393.81
_ ASPHALT INV OUT = 387.96
UNDERGROUND
ELECTRIC
-�Li ih
�-
n
INV IN = 386.99
INV OUT = 386.64
I
I
I
AW! \
��
F N F
J
�
—
_
' �'T �
WATER VALVE
*I
LU
>
�• CB
I
SEL ER
l
EXPOSED BOULDERS
APPROXIMATE NUT ELEV
=389,90•
I
_ Q
_
I T/C 393.81
_ ASPHALT INV OUT = 387.96
k WATER VALVE APPROXIMATE NUT ELEV
p Inn
O N
N LIGHT
POLE
CN p�r1 ox'y- F�X
6X�
— I =391.3'
IZ UNDERGROUND
ELECTRIC
LULJJ
� I N
r
II I I I
II I I
II I I
� ► I�
I� I I IN
PERMIT DRAWING
SHEET 11 OF 14
DENOTES PERMANENT IMPACTS
IN SURFACE WATER
I UNDERGROUND F \� ° o° �
1I ELECTRIC utNOTES TEMPORARY
I PE IMPACTS IN SURFACE WATER
UNDERGI
Kyl F DENOTES PERMANENT
ED)TELE�HONE FILL IN WETLAND
I DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
wl3 ' / DENOTES TEMPORARY
l IMPACT IN WETLAND
V U
-i _ DENOTES LIMITS OF
�a \ DISTURBED AREA
oesa
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE #F-0102 PHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYETTEVILLE ST., SUITE 600 EROSION CONTROL PLAN
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is I M Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 13 1 104 1 5

O
O
O
N
rl'
N
IA� H / I I c$ .2-2
n
— — — — — / = �
Oar_I I I � � � 184.35
- /
iso77t— — —INV =
381.27
. — _ - - \ 383.66
/ — ) — 1 / / / / — _/ I DI
/
— — 1 ,
TOP 387.14
FULL OF DEBRIS
I
i t
/ / �C ( I / / l / / / /// j�/ / / v v A \ 1 I \ DoP 38960—
INV IN=7.10
-\ASPHALT I,
INV OUT = 87.10 I II
I I d�k UNDERGROUND
ELECTRIC
I�
TIMBERS-,, CB
/ / // / / / / / i i / tOP 391.99 S /
//// VIN X386.99
BASKETBALL
Qom/ /, / / // /COURT / A IN 01J �= 386. �//
REAI Lu
LAYCRouND� \ 'WATE�V LVE >1 CB
�ooD �
\ \ \ \ \ \ APPRO�CIIy�ATE NUT EV II Q I I I T/C 393.81
S ELDER I EXPO D BOULDEW I ASP ALT
A V 3A.9O� I � - � - 7 � INV OUT = 387.96
CL
MATER VALVE APPROXIMATE NUT ELEV
\:— I =391.3'
o m UNDERGROUND
/ / i / / / e< • '� �\ \ \ I \ / � \ \ � \ � �� •• \� \� ��\ � � l \ � I I � f ELECTRIC
/ / —• / / \ \ I V AVA� I I \ V A \ �� LIGHT
POLE
/ /� �—/\ / / I � \\ � V A \ \ V A / � _— _—•��\VSA\ � � 1. �i�—� c/
� --- III • /� V \ \ �► \ � � � /i / '(`�
� / // _ B /k \ �I I I \ IV�\� A� �v VA\\ V A \ V � � v•• 1 � � � � c wl / O-- � \\SVA\\ \V�. \ I I � � ��
Fj�IAV��AVA�V
.vvv �v� v v.•ISI / I � �I
SSE �3— Si I I I Ivvvv �• i/n�/� / v v .vvvv.
'� \ X \�� \\III I I Idyl
I 1 � � \ \ � � \ l l • I �� I � I �..1 �I
� I
8
II MAI BOX
/ � I
E NELSON AVE O® T \
PUBLIC R/W -j-
ASPHALT \
IC6•� S& IIS.\\
"400 C NCRETE
EONC
S
f jl CON -O -
��d I/ l PE 1�1
riiiiiiii PE
111 / � PE / •i PE
1 1pE I I
° o0..
WNL/�° o .°� a� m °'�o °� / o �� °O `•� / / / i /I I °�
° — o
Z \ I= -m0' _yo
Q
IF
// / / F — _ PE- — PE +
4.
rri
UNDERGROUN
I
. •a � rn
�y0OD SHED ELECTRIC
°
: I
° °• (/)
444
U) / I I I a 1 t
/ 1 /jpERGRR CND F%
/ UNDERGROU II —
TELEPHONE *�� I UNDERGII
TELEtoNE
CD-
/�
O 3
l�
U
J J
0
, o esa
PERMIT
DRAWING
SHEET
12 OF 14
®DENOTES
PERMANENT IMPACTS
IN SURFACE WATER
utNOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
KylF
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
DENOTES TEMPORARY
IMPACT IN WETLAND
DENOTES LIMITS OF
_
DISTURBED AREA
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 40 DUNN CREEK GREENWAY
NC LICENSE 2
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 MLLE ., SUITE
PHASE 3
RALEIGH, NORTH CAROLINA 27601 EROSION CONTROL PLAN
Horn
This document, together with the concepts and designs presented herein, as an instrument of service, is Im PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 13 1 104 1 5

O
O
O
N
rl'
N
PERMIT DRAWING
SHEET 13 OF 14
i
Q — — — — — — ?UTL-
1-- UNDERGROUND FIBER OPTIC
CB
V 1?'T'
J L REAM
BZ 2
4
DENOTES PERMANENT IMPACTS
IN SURFACE WATER
®
DENOTES I tMYUKAKY
IMPACTS IN SURFACE WATER
7/F77J
DENOTES PERMANENT
FILL IN WETLAND
DENOTES PERMANENT CUT/
EXCAVATION IN WETLAND
®DENOTES
TEMPORARY
IMPACT IN WETLAND
_
DENOTES LIMITS OF
DISTURBED AREA
i
Q — — — — — — ?UTL-
1-- UNDERGROUND FIBER OPTIC
CB
V 1?'T'
J L REAM
BZ 2
4
rM�
M
A
>
/
T<X
\�
l5 +00
iNIRE FFXNCE
I 0
GAJ�TE
X X-
— -- = �ti
°
•
I —
QYICU
PDE-- - _
C — — 32.8m
-
I- —
— ILa.a—a.a.a-
°R(]�C- _ - _ _
°d'.°�a— "�'—°a ° °a 4W1
GKO
I ,Q . -Yl . '.
o
1�/� F WAIT AVENUE WAIT AVE F o-
— I— — — —?UTL— — — �:JsW1 — VAPUBRIAB C STH — —?UTL—o—
I— CB[— CB I CB m
e-
m
101z.I.
w
Co
F O
rn
rn
�o Z'U C '
ol�"` ?UTL — — — — — — — — I — —
HP+ TIL P
oz=+/ -332.1'
!UT
ELEV
20+00 ;�o 'eF010�
-- ?[-
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 0 ao DUNN CREEK GREENWAY
NC LICENSE MLLE 2 I IN
PHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYERALEIGH,
NORTH
AR., SUITE 76 EROSION CONTROL PLAN
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is Klmley)))Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 0 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc. JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 131 104 1 6

O
0
O
N
rl-
N
PERMIT DRAWING
SHEET 14 OF 14
� /h 111111 I
I
'�
SITE, 6
I
U r
N'' li 1^I Z rn
/ 1
°F
/ o
10 —{
oI o
o
0 10
D
O �
I — /
N
+
/co
°
F� I rn
71
o
a I N
I 1 a F PE / rn
N SURFACE WATER NO PERMANENT
T IMPACTS 1 ' I I� I ° 7 1 I STREAM 19
®DENOTES I tMPUKAKY
IMPACTS IN SURFACE WATER
i I I p.► � I I I I� / � � �
DENOTES PERMANENT
F FILL IN WETLAND
DENOTES PERMANENT CUT/ F'
EXCAVATION IN WETLAND
® DENOTES TEMPORARY
�.�
IMPACT IN WETLAND BZ 2
_ DENOTES LIMITS OF / �; /m
DISTURBED AREA /�� �[ l �
4
N I �•__-
7
w
0
o
O
N \
\ UNDERGROUND FIBER OIC YUTL—�
_ � c6 _
w
J
v
Q
-- _
a, to a not - v - W-1 m a-- .0
x�,Tj�04.1
\ I I ► I I \ \
lil
x—
o ° 15-+00 - i
T= IDI
o -v ° tia ° –� ' o ate °
\ I I \ I \ \ F WAIT AVENUF�
\ \ \ \ J VA�2 IABD WIDTH \ —
\ I \ I \ C� — ?u\L— �\ —\ PUBLIC \R/W \ \
\�,�,
�Iv--NU1--ELS
J
NWIRE F NCE I X
GATPE, x
FT
Yl 1 ('
WAIT AVE F
rL— — L
B
LLJ
- HP+ TIL a
I I'
I/
t
> I w
Iw I — / FIBER OpTI
\� F — HP+ TIL / �� pJ
332. — o °o
IHV NUT ELEV �pF�
=+/-332.1' �� U \
O
— 7/4�
I( DO
�UTL—\— —'— — '\ — —�\— - f \ I - ' 20+00 0!61,00o
y -Yl _ - °'yc
7 7
PREPARED IN THE OFFICE OF:
HORIZ PRoJECTo
■ 20 ao
1 DUNN CREEK GREENWAY
NC LICENSE MLLE 2 I IN
PHASE 3
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: 421 FAYERALEIGH,
NORTH
AR., SUITE 76 EROSION CONTROL PLAN
RALEIGH, NORTH CAROLINA 27601
This document, together with the concepts and designs presented herein, as an instrument of service, is Im Horn PHONE: [phone] VERT
intended only for the specific purpose and client for which it was prepared. Reuse of and improper 2 O 4
reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. ©2017
shall be without liability to Kimley-Horn and Associates, Inc, JOB NUMBER: SHEET NUMBER°
Copyright Kimley-Horn and Associates, Inc„ 2017 0 1 131 104 1 6